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Stormwater Management Report i STRMAER. MANAGEMENT REPORT Prepared for: Jennifer Ball New Single Family Residence Ridge Road — State Route 9L Tax Map # 266.1-1-10 Town of Queensbury Warren County, New York Prepared by: Hutchins Engineering 169 Haviland Road Queensbury, NY 12804 1 u I r March 9, 2018 Project Description The project consists of the construction of two new 1-story, 3-bedroom, single family residence upon a vacant 3.1-acre parcel, located at 1744 Ridge Road, Town of Queensbury, Warren County, New York. Also associated with the project is the construction of a new 250-ft asphalt pavement driveway, walks, retaining walls, landscaping, on-site wastewater system and stormwater management practices. Project disturbance totals 43,100± square-feet. Existing Site Conditions Presently, the project site is a vacant, open farm field, used for hay growing and is near-flat over the upper portion of the site and slopes easterly towards Rt. 9L at 5-8%. A low, wet area is situated at the northeasterly portion, which receives runoff from Rt. 9L and the easterly portion of the site. The wet area flows to the north ultimately to the backwater wetlands of Warner Bay on Lake George. Site soils are mapped as Hudson Silt loam, HSG-C. Several excavated deep soil test pits revealed silty topsoil over silty clay loam. For the purposes of the wastewater system, the boundary condition is considered at the transition to the silty layer. No groundwater was observed in any of the test pits. Design Storm Events: 10-year, 24hr, Type-II distribution, 3.6" 25-year, 24hr, Type-II distribution, 4.5" Existing Conditions Calculated Stormwater Runoff from the Site: Design Point 1 — Northeasterly Runoff 10 - year design storm (3.6") 5.41 cfs 0.293 acre-feet 25 -year design storm (4.5") 7.82 cfs 0.427 acre-feet Design Point 2—Southwesterly Runoff 10 - year design storm (3.6") 1.13 cfs 0.066 acre-feet 25 -year design storm (4.5") 1.63 cfs 0.096 acre-feet Design Point 3—Southeasterly Runoff 10 -year design storm (3.6") 0.56 cfs 0.033 acre-feet 25 -year design storm (4.5") 0.81 cfs 0.048 acre-feet Total Site Runoff(sum of 2 links) 10 -year design storm (3.6") 7.10 cfs 0.392 acre-feet 25 - year design storm (4.5") 10.26 cfs 0.571 acre-feet Proposed Development Proposed Conditions Summary. Total Project Site Area: 3.03-Acres = 132,194 SF New House: 2540 SF (building footprint) Driveway: 4325 SF Patios & Hardscaping 440 SF Total Impervious Coverage: 7305 SF Percent Impervious: 5.5% Total Site Disturbance: 43,100 SF Proposed Stormwater Management The Town of Queensbury requires for projects which exceed 15,000 SF of land disturbance within the Lake George drainage basin be designed to the town's Major Project criteria. For major projects, the town requires that there will be no increase in runoff volume from a 10-year design storm and no increase in runoff rate from a 25-year design storm in existing vs. proposed site conditions. Runoff from the majority of the new house will be captured in roof gutters and will be conveyed to a series of two vegetated detention basins. In addition, the runoff from the majority of the driveway will be captured in vegetated detention basins. With the proximity of the driveway to the wet area at the northeast corner of the parcel, infiltration practices for this portion of the drive cannot meet the required 100-ft setback to the wet area. Given this constraint, the runoff from the lower portion of the drive will be captured in a roadside ditchline with rock check dams which will ultimately outlet to the wet area. Runoff calculations have been prepared utilizing SCS TR-20 methodology and HydroCAD analysis software for 10-year and 25-year Type-II simulated rainfall distributions. Criteria utilized in the analysis are summarized as follows: Design Storm Events: 10-year, 24hr, Type-II distribution, 3.6" 25-year, 24hr, Type-II distribution, 4.5" Developed Conditions Calculated Stormwater Runoff from the Site: Design Point 1 — Northeasterly Runoff 10 -year design storm (3.6") 4.67 cfs 0.254 acre-feet 25 -year design storm (4.5") 6.69 cfs 0.370 acre-feet Design Point 2—Southwesterly Runoff 10 -year design storm (3.6") 1.13 cfs 0.066 acre-feet 25 -year design storm (4.5") 1.63 cfs 0.096 acre-feet Design Point 3— Southeasterly Runoff 10 -year design storm (3.6") 0.56 cfs 0.033 acre-feet 25 -year design storm (4.5") 0.81 cfs 0.048 acre-feet Total Site Runoff(sum of 2 links) 10 -year design storm (3.6") 6.16 cfs 0.353 acre-feet 25 -year design storm (4.5") 9.13 cfs 0.514 acre-feet The developed site has been modeled as a series of subcatchments (drainage areas) and ponds, as shown on the HydroCAD drainage diagram. Full results of stormwater runoff computations are attached to this report. Results The analyses show that the series of vegetated detention basins are of adequate capacity to manage calculated runoff from the proposed home construction for the design storms. Reductions in both runoff rate and volume are realized from the existing conditions for the 10- and 25-year design storms at both design points and for the site in total. The hydrology for design points 2 & 3 is unchanged from existing to proposed conditions, the total site runoff reductions for both volume and rate is realized at design point 1, due to the series of stormwater management practices provided over this portion of the site. Town of Queensbury requirements for projects within the Lake George Park: 10- ear Volume reduction: Existing Conditions Total Site Runoff Volume: 0.392-AF Proposed Conditions Total Site Runoff Volume: 0.353-AF 25,- ear Rate reduction: Existing Conditions Total Site Runoff Rate: 10.26-CFS Proposed Conditions Total Site Runoff Rate: 9.13-CFS Construction Phase Erosion Practices Practices to be implemented during construction for erosion and sediment control include silt fencing and temporary sediment traps in various portions of the total disturbed area. Silt fencing will be placed across slopes (on the contour) in all areas downgrade of disturbed areas. Temporary sediment traps will be utilized in areas where construction phase runoff concentrates. Temporary Erosion and Sediment Control Measures Erosion and sediment control measures will be incorporated into the construction of the project. These practices will comply with the New York State Department of Environmental Conservation publication entitled "New York State Standards and Specifications for Erosion and Sediment Control' (the blue book). The following temporary erosion and sediment control devices are to be utilized: Sediment Control Fence Silt Fence shall be used to control erosion from sheet flow on slopes not to exceed 1 on 3. Concentrated flows shall not be directed toward the silt fence. The silt fence must be installed parallel to the contour lines to eliminate drainage along the fence. Temporary Seeding Land that is stripped of vegetation will be seeded and planted as soon as possible. Any area that will remain cleared but not under construction for 5 days or longer will be seeded with a ryegrass mixture and mulched to stabilize soil until construction resumes. Temporary Diversion Swales Temporary diversion swales shall be constructed either to divert clean stormwater runoff from newly graded areas or to direct sediment laden runoff to a sediment trapping device. Dust Control Measures for dust control during construction shall be implemented as needed. Daily water sprays will be used during dry conditions. In addition to water sprays, temporary mulching, temporary seeding and covering stockpiles with tarps shall be implemented when necessary. Erosion Control Blanket Fabricated straw or biodegradable mesh blankets shall be utilized to protect and temporarily stabilize slopes of 1:3 or greater and applied to graded, topsoiled and seeded slopes. Blankets will be attached with staples or stakes in accordance with manufacturer's recommendations. Blankets will be maintained in place until permanent groundcover is firmly established. Control of Litter, Construction Debris and Construction Chemicals During the course of construction, the site shall be kept clear of debris and litter which could be transported by water or wind. This material shall be picked up daily and shall be stored in waste debris containers where it will be securely held. All petroleum products or other waste contaminants which are water soluble, or could be dispersed and transported by stormwater, shall be stored in covered containers and be regularly removed from the site and properly and legally disposed of. All petroleum or other hazardous materials shall be stored and handled in conformance with NYSDEC spill prevention and containment requirements. Sequence of Construction Prior to the start of construction, the contractor shall install the sediment control fence along the low side of each area to be disturbed to contain runoff from the construction site. Following the completion of all planting and the establishment of all grass areas, any collected sediment, hay bale dams and sediment control fencing shall be removed. Any debris from the perimeter of the site shall be removed and all waste material shall be disposed of in a legal manner. Maintenance of Temporary Erosion & Sediment Control Devices The contractor shall inspect the sediment control fence weekly and after every rain event and remove trapped sediment and maintain the devices such that they are in good working order. Permanent Erosion Control All pervious areas shall be graded, topsoil installed and seeded or planted as soon as practical. Seed beds shall be mulched with straw and plant beds shall be mulched with pine bark mulch. Seeded areas on slopes over 1:3 shall be stabilized with erosion control netting as specified on the plans. Attachments Soil Map Subcatchment Map— Existing Model, Subcatchment Map— Proposed Model HvdroCAD - Existing Condition —Type-II 24 hr Rainfall = 3.6" (10-year), 4.5" (25-year) - Proposed Condition —Type-II 24 hr Rainfall = 3.6" (10-year), 4.5" (25-year) St Eiirr : rr /r r ray/l / rr/ aril '�i / ii iA�/ji✓ %r ivvvi �/ Jflr rii d wr ' „ r iiiiiiii ho i v ; D s r rte'/ � r. ,✓ ri r '. .9L y "Et- r �v yao "nom � ; % %�� r// " ✓„ � ' ADM l�l ,� � m see /i o Ali� r/fir / 0 o ✓ii 'air��r ra�" ,p o � /i/ / // r ✓. r l SRI, r r% villi I rr s i ti �„ � r /iii r i %/vii r ✓/ j i v � ,O r '✓F"d 1 � � I r/%/ r ri ii ��l p�y"��'�t°d4��1 r rmOWE / r ME 1 ri r%/ r�frr r ca y. bW rill u o of a/,�� �'✓E e�r /�� "� a ;��r v� °' ur r`� � m � "'11C �p C 1 ✓/ p//��� rJ c Y� do-' ,< r f,��„y57r u� V �/ is u� 1. °' Mrglrx au^� ""1�w� Dili �"✓ / rr /�/ sr � Irv//rile r f Y -4-4zro JA cs r1r r /i *' O r fJ...ii r /, �r1 ; ' t e N � III s .� f b46 v o �/ N Jd 1r91 Existing Conditions o °1 o N - LL 0^ � 00 v> o C3 oZoo I Ln 2 3 n U) IN Lr) mr�epy� � d a -_ AV; r 1 = I I I w nsrwr�n�rmmppsuea�wnue f ,} I 1 Z I v F o ca � I rn ISI I ii 00 04 §a. 2 £ � ,# @ � e ? 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